• G-1, Sector 11, Noida, Uttar Pradesh 201301

Supertech Building Provides

  • Simplified incorporation of all traditional construction materials like brick work, glazing, timber etc.
  • Optimization according to the customer’s requirements.
  • Adding canopies as a direct continuation of the roof line or at a lower level with positive or negative roof slopes.
  • Adding parapets, partially or completely around the building
  • Optimized design of steel, which in turn reduces the costs, while meeting all design criteria requirements.
  • Quality, design manufacturing and erection.

A Supertech Building Includes

  • Primary and secondary framing
  • Choice of 3 wall systems
  • Choice of 2 roof systems
  • Thermal or acoustic insulation
  • Integrated accessories
  • All connections
  • All fixings
  • Linear panels
  • Crane beams and rails
  • All sealants for weather proofing
  • Flashings
  • Mezzanine floors

Advantages of Supertech Purlins

  • Saving upto 40-50% weight of the structural steel and 25-30% in cost when cost when compared to hot rolled sections.
  • Saving upto 35-40% in weight and 20% in cost when compared to hot rolled purlins.
  • Truss spacing can be increased, hence less numbers of trusses columns and foundation work resulting in the economy.
  • The purlins are supplied in the needed lengths, with-pre-punched holes. Therefore, reduction in constrained time and cost in fabrication and erection and no wastage.
  • Purlin erection is easier than others.
  • Close tolerances on sectional dimensions due to process of cold roll forming.
  • Low transportation cost due to reduced weight
  • High versatility, durability and uniform quality

Z section Purlins

SECTION PROPERTIES FOR “Z” SECTION

DEPTH
MM
THICKNESS
MM
AREA
CM²
Ixx
CM4
Zxx
CM³
Zyy
CM³
TOP OF
FLANGE
BOTTOM OF
FLANGE
230 1.75 6.623 503.11 44.36 7.37 66 64
230 2.00 7.53 568.91 48.79 8.27 66 64
230 2.30 8.60 645.91 55.39 9.28 66 64

C Section Purlins

SECTION PROPERTIES FOR “C” SECTION

DEPTH
MM
THICKNESS
MM
GROSS Ix
CM4
GROSS Sx
CM³
EFF.Sx
CM4
Rx
CM
Iy
CM4
MIN Sy
CM³
Ry
CM
200 2.00 491.7 49.17 41.45 7.86 73.37 12.12 3.07
200 2.50 610.6 61.06 53.71 7.91 91.76 15.19 3.07